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Sample Record for 2025-08-25-83

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Project Information

Project ID: 1000514 DEA: 043Y5904 EFIS: 0423000264 QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-680,680-1.47/24.26
Work Description: PLACE POLYESTER CONCRETE OVERLAY, GRIND BRIDGE DECK, AND PAVE SLOPE.
Location Description: CONTRA COSTA COUNTY AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST, LLC. DBA ACC WEST COAST
Contractor Address: Unknown
Resident Engineer: Ramin Kalantari Structure Rep.: John Parecadan

Sample Information

DIME Sample ID: 2025-08-25-83
TL Number from the TL Form: 177KBP
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: (760) 518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 08/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2025
The quantity of what the sample constitutes: 2 Tankers
A brief description of the sample: 1 gallon can / PPC 1121 RESIN
From where was the sample collected: Source
Laboratory sample identification: 25-156
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers, Benicia

Material Information

Mfg. Lot Number(s): AZ5H01047
Batch number: AZ5H01047
Mix number: AZ5H01047
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-08-25-83-1
Test Method: ASTM D2196-Feb15: Standard Test Methods for Rheological Properties of Non-Newtonian Materials by Rotational Viscometer
Verified Date: 10/23/2025
Date Tested: 08/28/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Viscosity 101

Test 2 of 6

DIME Test ID: 2025-08-25-83-2
Test Method: ASTM D1475-Nov13: Standard Test Method For Density of Liquid Coatings, Inks, and Related Products
Verified Date: 10/23/2025
Date Tested: 08/28/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Density Units pounds/gallons
Liquid Density (pounds per gallon) 8.7

Test 3 of 6

DIME Test ID: 2025-08-25-83-3
Test Method: ASTM D2369-Jul10: Standard Test Method for Volatile Content of Coatings
Verified Date: 10/23/2025
Date Tested: 08/28/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Mean of two volatile content determination 46.12

Test 4 of 6

DIME Test ID: 2025-08-25-83-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Verified Date: 10/23/2025
Date Tested: 08/28/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 6
Conditioning procedure 18/25/50+5/70
Speed of testing 0.45 in/min
Sample 1 Width 0.483 in
Sample 1 Ultimate strength 3310.2 psi
Sample 1 Thickness 0.269 in
Sample 1 Area 0.1299 in^2
Sample 1 Ultimate Strength Actual 430 lbs
Sample 1 percent elongation 70.2 %
Sample 1 Time no data0 MM:SS
Sample 2 Width 0.483 in
Sample 2 Thickness 0.276 in
Sample 2 Area 0.1333 in^2
Sample 2 Ultimate strength 3180.8 psi
Sample 2 Ultimate Strength Actual 424 lbs
Sample 2 percent elongation 66.3 %
Sample 2 Time no data0 MM:SS
Sample 3 Width 0.483 in
Sample 3 Thickness 0.263 in
Sample 3 Area 0.127 in^2
Sample 3 Ultimate strength 3417.3 psi
Sample 3 Ultimate Strength Actual 434 lbs
Sample 3 percent elongation 73.1 %
Sample 3 Time no data0 MM:SS
Sample 4 Width 0.483 in
Sample 4 Thickness 0.253 in
Sample 4 Area 0.1222 in^2
Sample 4 Ultimate strength 3396.1 psi
Sample 4 Ultimate Strength Actual 415 lbs
Sample 4 percent elongation 71.2 %
Sample 4 Time no data0 MM:SS
Sample 5 Width 0.483 in
Sample 5 Thickness 0.255 in
Sample 5 Area 0.1232 in^2
Sample 5 Ultimate strength 3271.1 psi
Sample 5 Ultimate Strength Actual 403 lbs
Sample 5 percent elongation 66.9 %
Sample 5 Time no data0 MM:SS
Sample 6 Width 0.483 in
Sample 6 Thickness 0.261 in
Sample 6 Area 0.1261 in^2
Sample 6 Ultimate strength 3386.2 psi
Sample 6 Ultimate Strength Actual 427 lbs
Sample 6 percent elongation 71.4 %
Sample 6 Time no data0 MM:SS
Ultimate Strength Average 3327 psi
Percent Elongation Average 70 %

Test 5 of 6

DIME Test ID: 2025-08-25-83-5
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Verified Date: 10/23/2025
Date Tested: 09/04/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Curing history for Sample 1 24hr
Maximum applied load (P) for Sample 1 1564 lb
Span length for Sample 1 9 in
Break location for Sample 1 bond
Specimen defects/notes for Sample 1 no data
Surface type for Sample 1 SSD
Modulus of rupture (R) for Sample 1 782 psi
Curing history for Sample 2 24hr
Maximum applied load (P) for Sample 2 1442 lb
Span length for Sample 2 9 in
Break location for Sample 2 bond
Specimen defects/notes for Sample 2 no data
Surface type for Sample 2 SSD
Modulus of rupture (R) for Sample 2 721 psi
Curing history for Sample 3 24hr
Maximum applied load (P) for Sample 3 1488 lb
Span length for Sample 3 9 in
Break location for Sample 3 bond
Specimen defects/notes for Sample 3 no data
Surface type for Sample 3 SSD
Modulus of rupture (R) for Sample 3 744 psi

Test 6 of 6

DIME Test ID: 2025-08-25-83-6
Test Method: SCAQMD 309-91-Feb93: Determination of Static Volatile Emissions
Verified Date: 10/23/2025
Date Tested: 09/03/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Accepted supplier's result.
Test Result Compliance: complies
Additional Comments When Verified:
Diameter of lid 153.9 mm
Room Temperature 77 f
Tare weight no data
Initial weight 100.018 grams
Weight at 5 minutes 99.976 grams
Weight at 10 minutes 99.942 grams
Weight at 15 minutes 99.919 grams
Weight at 20 minutes 99.898 grams
Weight at 25 minutes 99.878 grams
Weight at 30 minutes 99.858 grams
Final weight 99.86 grams
Total weight loss 0.16 grams
Calculated radius of gallon can lid in cm 7.695 cm
Lid Factor 53.757 m^2
Volatile emission 8.494 grams/m^2